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地铁车站平面模型研究综述
作者姓名:章逸  周正华  韩轶  魏鑫
作者单位:1.南京工业大学,交通运输工程学院,江苏南京2100092.黑龙江中医药大学附属第一医院,黑龙江哈尔滨150040
基金项目:川滇藏地区宽频带强地面运动特性及韧性设防标准研究与珊瑚岛礁岩土动力特性及场地地震稳定性评价方法联合资助
摘    要:地下结构抗震研究是当今地震工程领域重要的研究方向之一.迄今为止,国内外学者在地铁车站结构地震响应研究中采取了原型观测、实验研究、理论分析等方法.随着计算机技术的长足发展,实验研究中的数值模拟方法为越来越多的学者所采用.为提高计算效率,通常简化计算模型,采用平面模型模拟地下车站结构.对二维模型和三维模型的计算结果差异目前...

关 键 词:地铁车站  平面模型  简化方法
收稿时间:2021-10-21

Review on the study of plane model of subway station
Authors:Zhang Yi  Zhou Zhenghua  Han Yi  Wei Xin
Institution:1.College of Transportation Engineering, Nanjing Tech University, Jiangsu Nanjing 210009, China2.First Affiliated Hospital, Heilongjiang University of Chinese Medicine, Heilongjiang Harbin 150040, China
Abstract:The seismic research of underground structures is one of the important research directions in the field of earthquake engineering today. Domestic and foreign scholars have adopted methods such as prototype observation, experimental research, and theoretical analysis in the study of subway station seismic response so far. With the rapid development of computer technology, numerical simulation methods in experimental research are adopted by more and more scholars. In order to shorten the calculation time and simplify the calculation model, the plane model is usually used for calculation. There have been lots of studies on the difference between the plane model and the space model, but few scholars have systematically compared the difference between the results. This article provides a brief and comprehensive review of existing research on plane models. In order to deepen people’s understanding of seismic research methods of underground structures, the characteristics and shortcomings of equivalent area method, equal frame method, equivalent stiffness method and equivalent stiffness reduction elastic modulus method are compared and analyzed. 
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